SITE STATISTICS - PROPOSED FREE STANDING RETAIL

ITEM

A.

B.

c.

D.

"

"

G.

ZoNING (BY-LAW 2014-014}: ENTIRE PROPERTY: C3 SPECIAL SECTION. « coMM1TTEE OF ADJUSTMENT: C.A.V. A/112/13

USE

GFA, BLOG. D

LOT AREA

LANDSCAPE AREA o) fRONT YARD (~INl~U~ \\IDTH)

{Bristol Clrcle, as per Ste. 44)

b) REAR YARD (Dundas St. as per SEC. 434 &: 606)

c) EAST FLANKAGE

d) WEST FLANKAGE (Adjacent to Hlgh'(l'ay 403 OS per SEC. 606)

e) MINIMUM LANDSCAPING COVERAGE IN A REQUIRED REAR YARD (SEC. 4.1 1.1)

f) MINIMUM LANDSCAPING COVERAGE IN A FLANKAGE YARD (4.11.1)

g) 'MINIMUM LANDSCAPING STRIP - ABUTTING A STREET ( 4.11.2)

SElBACKS

o) FRONT YARD (Bristol Clrcle)

a) REAR YARD (Dundas Street)

o) 'A{STERLY SIDE YARD (INTERIOR SIDE YARD) (Highway I 403)

a) EASTERLY SIDE YARD (FLANKAGE YARD)

MAXIMUM HEIGHT

H. MAXIMUM NUMBER OF STOREYS

I. SETBACK OF MECH. EQUIP.~OOMS

J. GARBAGE RECYLC1NG

K. PARKING: o) EXISTING USES

b) PROPOSED USE (BLDG. D)

c) EXISTING PLUS PROPOSED

d) BF PARKtNG

L. SNOW STORAGE

M. BICYQ..E PARKING

REQUIRED

CJ

0 . .3 Ho Minimum as per SEC. 44

7.5 ~

7.5 M

1.87!5 M

ts.a M

25 " OF 3,667.80 SQ M

2s x Of 1,seo.40 so M

3.o M

7.5 M

15

4.5 M

B.J

N/A

N/A

5 M FROM ROOF EDGE

INTERNAL

299 SPACES FOR 10,436 SQ.t.I . Of'

RETAIL USE

SPECIAL PROVISION 44

le. 1/35 sa.M. THERFORE 14 IN AODITON TO

299+14 • 313

01-1000 SPACES PRO'v1DE + 2% OF PARKING

(63-4 )( 2X}+2 .. 15

192 SO M BASED UPON 1280 SQ M Of HARD SURFACE AREA UNDER CClNSIDERATioN FOR SUB.£CT DEVELOPMENT

1 SPACE/1,000 aq m 10,436/1,000 • 11 SPACES

PROVIDED

CJ

464.BOm.

EXISIT: 4.425 Ho UNCHANGED

EXISIT: 7.7 M UNCHANGED

EXISIT: 7.5 M UNCHANGED

EXISIT: 3.5 M UNCHANGED

EXISIT: 15 M UNCHANGED

'9152. 90 SQ M ( 53.2

,21-1-.so so M (72.3!':

4.4 M (MIN)

BLDG D 133.70

BLDG D 94.90

6.5 M

2 STOREYS

BLDG D: 6.67 M FRQM ROOF EDGE

BLDG 0 INTERNAL

547

634

15

300 sa M

12 SPACES

NOTE: SECTION 44, PROVISION 15.44.3 ALLOWS ll-IE TOTAL SITE (LOT) TO FUNCTION AS AN INTEGRATED SITE

SITE STATISTICS - PROPOSED FREE STANDING RETAIL

ITEM REQUIRED

A. ZONING:

B.

Majority. C3A Section 434 ond 606 Part: Et Section 43-4 ond 548

Committee of Adjustment: C.A.V. A/88/98 C.A.V. A/124/98 C.A.V. A/123/98

13 USE

C. GfA, BLDG. D

D. LOT AREA

E. LANDSCAPE AREA

CJA

4.2 Ha ~lnlmum os per SEC. 606

PROVIDED

CJA

+64.BOm.

EXISIT: 4.425 Ho UNCHANGED

a) FRONT YARD 7.5 M EXISIT: 7.7 M (Bristol Circle, oe per SEC. 434) as per C.A.V. A/88/98 UNCHANGED

b) REAR YARD 7.5 M EXISIT: 7.5 M (Dundas St. os per SEC. 434 &: 606) UNCHANGED

c) EAST FLANKAGE 1.875 M EXISIT: 3.5 M UNCHANGED

d) WEST FLANKAGE 15 M EXISIT: 15 M (Adjacent to Highway 403 os per SEC. 606) UNCHANGED

F. SETBACKS

o) FRONT YARD ( Br19tol Clrcle)

o) REAR YARD (Dundas Str eet)

a) '!\£STEALY SIDE YARD (Highway I 403)

o) EASTERLY SIDE YARD

G. BUILDING HEIGHT (As pl!!" SEC. 606)

H. ROOFTOP MECH. EQUIP./RDOMS

t. SETBACK Of' MECH. EQUIP./RooMS

J. GARBAGE REC'l't.C!NG

K. PARKING: o) EXISTING USES

b) PROPOSED USE (BLDG. D)

c) EXISTING PLUS PROPOSED

d) BF PARKING

L SNOW STORAGE

7.5 M os per C. A.V. A/88/98

15 M

Stories, 2, 12 M

5 M ABOVE ROOF

5 M FROM' ROOF EDGE

INTERNAL

608 SPACES FOR 10,436 SQ.M. Of

RETAIL USE

SEC. 15 AND 43 AS APV:IED TO . C2 ZONE

le. 1 18 SQJ,4. TH ERFORE 2 IN ADOITON TO

608+26 - 634

l ~~ ~~ ~t1r2ioSPeCEs 1 FOR EACH 100 OR PART THEREOF "" 8 SPACES

192 SQ 1.4 BASED UPON 1280 SO 't,l Of HARO SURFACE AREA UNDER CON SID ERA TioN FOR SUBJECT DEVEL~ENT

NOTE: C.A.V. A/88/98 ALLOWS THE TOTAL SITE TO FUNCTION AS AN INTEGRATED SITE

BLDG D 150.00

B~~OD

BLDG D 133.70

BLDG D 94.90

6.5 M

BLDG D: 1.0m ABOVE ROOF

BLDG 0: 6.67 M FROM ROOF EDGE

BLDG D INTERNAL

634

534

15

300 so M

14.9m

!

EXISTING RESTAURANT BUILDING C

J

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£ ~

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1 l... Le-.. ~ ... ~: ' ili..,[ ..... l=~ ... I =l ..... 1==1 ... 1 ..... 1 ..... 1 ="I='~ 0 --- FIRE ROUTE ---

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EXISTING BUILDING C

'CANADIAN TIRE' 1 STOREY

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EXISTING RESTAURANT BUILDING B

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Plane an raw ngs approve

pu~r2'ynnci~1.

"1W2 tto1s'-Plannlng Servloes Department

Town of Oakville

Sf'. l'+D3 .02.\ D3

STREET

POR D

g' I ~::::;B;;R;IG;;H;;T:;;Or.N=:g ii5

KEV PLAN PART OF BLOCK 1 REGISTERED PLAN 20M-526 AND PART OF BLOCK 1 REGISTERED PLAN 20M-539 TOWN OF OAKVILLE

N.T.S.

REGIONAL MUNICIPALITY OF HALTON

JAN. 21 REV'O PER ZONING, REISSUED 6, JK 2015 4 PERMIT / 6TH SPA

OCT. 21 ISSUSED FOR 5TH SITE PLAN 5. JK 2014 APPLICATION CIRCULATION

FEB. 6 ISSUED fOR 4TH SITE PLAN 4. JK 2014 APPLICATION CIRCULATION

OCT. 16 ISSUED FOR 3RD SITE PLAN 3. JK 2013 APPLCIATION CIRCULATION

OCT. J ISSUED FOR 2ND SITE PLAN 2. JK 2012 APPLICATION CIRCULATION

JUN. 27 ISSUED FOR 1 ST SITE Pl.AN 1. JK 2012 APPLICATION CIRCULATION

DATE DESCRIPTION CHECKED BY

REVISIONS

NOTE: Controctor ls to check ond verify a ll dimensions and conditions on the pro/ect, and ls immediately report ony discrepancies o the londacape orchitect before proceeding Wi th the work.

P~1'<1 T"'

llE\ROP~E!if ~LT~ • Consultants Jn Urban Deslgn · Recreotlon Pion~

• LandSC<lpe NchltecU · Environment<JI Plan11«1

SAL.MONA TREGUNNO INC. SUITE 100, 2620 ERISTa... CIRCLI """1L1L olir••<l. Clli!l>I l6H 6Z7 Tel: (906) 829- 2644 fox: (905) 829-1986

PROPOSED RETAIL / OFFICE BUILDING 2600-2530 Hyde Park Gate

Shoe< °"'"'°" COMPOSITE SITE PLAN SP 1403. 03 1/03

DATE

FEB. 2012

Joo Nu~BER

STI 1685

SCll.E 1:500

Stm f<im SP. 1

ISSUED

JAN. 2015

[)i.<ll!l l3Y

RO CHECKED Bv

DT

1685SP1-150 119.0WG ,_,

D LJ

-~ ----­SNOW STORAGE SNOW STORAGE SNOW STORAGE ~ ----­SNOW STORAGE "--- ____/

POURED CONCRETE.

\

< 0

I I

I D CB

CB

"--- ~ ____/

EXIS NG SPHA T PA NG T REM IN UND STUR ED, R PAIR pAMAC1ED ED E AS EQUIRED TO BLEND INTO THE NEW ASPHALT PAVING.

POURED CONC. CURB FACE & WALK

\

G

POl!JRED

EXISTING ASPHALT PA VJNG TO REMAIN

AS REQUIRED TO BLEND INTO THE NEW ,p==== =°"ASPHALT PAVING. (( ))

L.A

~ {6~<t. - ' SIGN~

"' 1

1 r ........... __ - -CJ...

EX CB '

D c§ 0 <D

@ HEAVY DUTY ... ~ ASPHALT PAVING .;;,. ........

--

OUR ED IDEWALK

........ ,. -------

I DEPR SED URB

E ISTIN ASP ALT P VING TO R~MAIN U DIST RBED, REPAI DAMi'\GED ~DGE A REQ IRED 0 BL ND INr O THf NEW TYPI AL -.... - A PHAL PAVI G. I

--

ifc\u SIGN

NEW 3.0m POURED CONCRETE IDEWALK

,;-11=='7ifl7='7T'-'I< E 0

l~===""<L..>1- C() lfAhl

1•

_.,,

-- .... ' ' \

: I DEPRESSED CURB@

I EXCAVATE EXISTING ASPHALT DOWN TO BUILDING SUB--GRADE AND DISCAR

...,.-----r-- 10Frsm:--(TYPICAL FOR BtDGr OOTPRI T

MAGLIN BR970 BIKE RACK ON CONCRETE PAD

SIENA STONE STEPS W/ HANDRAI 185m . TREAD

PAVING

~~1: ~ -y-11 EX FH SIENA STONE STEPS W/ HANDRAIL

REGULAR DUTY ASPHALT ~ HL. 3 ASPHALT I I 11 11

o /////'.HL. 8 ASPHALT /,/////'.;///j

GENERAL NOTES:

1. ALL GRANULAR FILL MATERIAL SHALL BE COMPACTED TO 98% S.P.D. 2. TOPSOIL, DEBRIS & LOOSE MATERIALS TO BE REMOVED FROM ALL SUBBASE

MATERIALS. 3. WHERE NEW PAVING ABUTS EXISTING ASPHALT PAVING, MATCH FINISH GRADE

AND SLOPE. 4. PROVIDE PAVEMENT MARKINGS, SYMBOLS, DIRECTION ARROWS, AS INDICATED

ON PLAN.

ASPHALT PAVING SCALE: N. T.S.

L l9°t.!fm cs.~:'Wkx!06~T7._s PER PLAN

MIN. 1.5% CROSS SLOPE POURED CONCR[ TO 25MPa STRENGTH 1--~-,,,...----,.~;p:::;:;:=-:;t,.., LIGHT BROOM Fl ISH PERPENDICULAR TO

· • • • · • . I PEDESTRIAN FLO • • •. , '• • ;'! • • / AIR ENTRAINED --7%

1'--~-~~--,,,i~f-'"~cO"'"'<

) t!c:P ~--~,-'----- FIBRE BOARD EXPANSION JOINTS AT ALL STRUCTURES AND 3.0m O.C. MAX.

Oo G)'Q ~-1-- 150mm MIN. COMPACTED 19mm PIAM. CRUSHER RUN BASE (95% S.P.D.)

''-'-< ','\ ''-'\ ''-'-< "-~ "-~ "-~~-- COMPACTED SUBGRADE /,:;//,:;//,:;//

(PEDESTRIAN)

38mm SAW--CUT CONTROL JOINT

PAVING (AS PER PLAN) POURED CONCRETE TO 30MPa STRENGTH AT 28 DAYS, AIR ENTRAINED 5-- 7% NOTE: EXPANSION JOINT EVERY 9m CONTROL JOINT EVERY 4.5m

~~E~R;T~. CONCRETE CURB FACE/ WALK @

GENERAL NOTES:

IS~ETRIC VIEW

1'400

PLAN \1EW

1. 12mm BITU~INOOS EXP.\NSIQN JONT FllliR '/(/ PA\1NG JONT SEillR <JN TOP SHlli BE INSTAWD \\!<ERE coNCRETE ABUTTS OlliER STRUCTURES OR \\!<ERE POORS ARE INTERRUPTED.

2. REFER TO LANDSCAPE PL.IN FOR T'l'PE OF RAl,jP.

DEPRESSED CURB SCALE; N. T.S.

' ' 50 150

•~EFER TO GRADl~G P~ FOR ELEVATIONS

t-- -t-tc--- ---J----c;:-C TOPSOIL (AS PER PLAN)

RADIUS TOOLED EDGE

, , v PAVING (AS PER PLAN)

6Cknm DIG. Gd'l'Cl'llzed Pjie H<1><1"on (Bol!I Sldeo of Stan P""9d Cone. P""1g

Per Slh Plan Compacted Granukr -

SIS1~ Ston! Copl~g Unit 7.26 x 2{) x 48 (l!lli x 600 x 1200)

BLACK LETTER "P", LEGEND AND BORDER ACCESS!B! f $ 1GN REQU IREMENTS·

2cm RED REFL ANNULAR BAND 1. ALL ACCESSIBLE PARKING STALLS SHALL BE DESIGN A TED BY SIGN AGE AS PER

. /1 5cm RED REFL INTRODUCTORY STROKE TOWN OF OAKVILLE STANDARDS

I (WHITE REFL. BAGKGRO ND 2 ONE SIGN PER BAY IS REQUIRED UNLESS A ROW OF SEVERAL SAYS IS PROVI DED IN

~ JOm m WHICH CASE, AS SIGN AT EACH END OF THE g \ ROW W/APPRORIATE DIRECTIONAL ARROWS 01

3 THE REQUIRED SIGN(S) SHALL BE MOUN TED

]~EE AT LEAST 600mm AND NOT MORE TH AN 150mm 2000mm FROM THE FACE OF THE CURS

AT A HEIGH T OF 1200mm ABOVE THE TOP 4. ELEVA TI ON OF THE CURB.

15mm WHERE AN OBSTRU CTED BUILDING FACE IS NO MORE THAN 2. 0m FROM THE FACE CURB AT Tl-1 E HANDICAP SAY, ll1E REQUIRED

125mm SIGN(S) MAY BE MOUNTED ON THE BUILDING

\

, FACE. SIGN(S) MUST NOT OBSTRUCT TH E SIDEWALK .

(

(

25m m THE MfIHOQ Of ATTACHMENT IQ SURfACf$·

fg;;_::;.: 1. TO A 75mm GALV1N. STL. POST W/12m m \ 30mm GALVIN. HE X HEAD BOLTS ANO BOLT WITH 1 WASHERS BOTH SIDES ' 35mm 2. TO MASONRY BUILDING FACE l'llTH TWO

GALVIN. 50mm LONG 6mm DIA_ HEX HEAD BLUE REFL BACKGROUND & OU TLINE LAD BOLT, NUT AND WASHER(S) INTO BLUE REFL SYMBOL & BORDER MASONRY WALL ANCHORS.

0 0 ~

0 g

300

ACCESSIBLE PARKING and FIRE ROUTE SIGNAGE SCALE: N.T.S.

-­.. Horizont<i

7,12'

Design Specif~ Sol lnfoooo tloo

= N/~ Q. a. ~N/A 2B" 2B'

'" "' 877 x 1S4 (l5 x 7)

""" • ,.. -; IM

MOU NTING E CET/l.I L E

POURED CONCRETE PAVING POURED CONCRETE CURB SIENA STONE STEPS W/ HANDRAIL

(t MAGLIN.

SCALE: N. T.S. SCALE; • T.S. O Rl6i st011 a Syo\Ol!IS, JM 1997 Orawl"ll 2 ot4

BICYCLE RACK SCAl.e k.T.S.

SCALE: N. T.S.

/

/ /

~

TEX FH

/ /

/

D

D

D.

EXISTING RESTAURANT BUILDING B

///-::, /

300mm

/ /

111;:

Plans and drawing• 4;pproveo

pursr"-1.,.!l~ I '11t{2's'zo15

PlannJng Services Department Town of Oakville

STREET

KEV PLAN PART OF BLOCK 1 REGISTERED PLAN 20M - 526 AND PART OF BLOCK 1 REGISTERED PLAN 20M-539 TOWN OF OAKVILLE

N.T,S.

REGIONAL MUNICIPALITY OF HALTON

JAN. 21 REV'D PER ZONING, REISSUED 6. JK 2015 4 PERMIT / 6TH SPA

OCT. 2 1 ISSUED FOR 5TH SITE PLAN 5. JK 2014 APPLICATION CIRCULATION

FEB. 6 ISSUED FOR 4TH SITE PLAN 4. JK 2014 APPLICATION CIRCULATION

OCT. 16 ISSUED FOR 3RD SITE PLAN 3. JK 2013 APPLICATION CIRCULATION

OCT. 3 ISSUED FOR 2ND SITE PLAN 2. JK 2012 APPLICATION CIRCULATION

JUN. 27 ISSUED FOR 1 ST SITE PLAN 1. JK 2012 APPLICATION CIRCULATION

DATE DESCRIPTION CHECKED BY

REVISIONS

NOTE: Contractor is to check end verify all dimensions and conditions on the project. and is immediately report any discrepancies to the landscape a rchitect before proceeding With the work.

Project T ltle

DE.VELOP~OO CON5ULT.l/ITS • Consultants in Urban Design · Recreation Planners · Landscope Architects · Environmental Planners

SALMONA TREGUNNO INC. sum-: 100, 2620 BRISTOL CIRCLE (),\J(\1u.E, oNTARIO. c>/WlA L6H 6Z7 Td: (905) 829-26# Fax: (905) 829-1985

PROPOSED RETAIL / OFFICE BUILDING 2500-2530 Hyde Parl< Gate

Sheet D"""1ptioo

SUBJECT AREA SITE PLAN & DETAILS - SP 1403.031/03

DATE

FEB. 2012

Joe Nu~BER

STI 1685

Soo 1:250

SHEET t-il~BER

SP. 2

ISSUED

JAN. 2015

DRAWN BY

RO/JK

CHECKED Br DT

1685SP2- 15011 9 .DWG

1= 1